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FAS 1513 over OWL CREEK

Map

Coordinates:
+34.59282, -96.34559
34°35'34" N, 96°20'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1513 over OWL CREEK
Structure number:106310000000000
Old structure number:15N3745E1660009 (from 1992 edition)
Location:1.1 MI S CENTEAHOMA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:15% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$225,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Fair6 out of 1010084.8
March 2016Good7 out of 1010096.0
March 2014Good7 out of 1010096.0
March 2012Good7 out of 1010096.0
June 2010Good7 out of 1010096.0
June 2008Good7 out of 1010096.0
June 2006Good7 out of 1010095.9
August 2004Good7 out of 1010095.9
July 2002Good7 out of 1010095.9
August 2000Good7 out of 1010095.9
April 1998Good7 out of 1010095.9
April 1996Fair5 out of 1010084.9
March 1994Good7 out of 1020084.9
April 1992Good7 out of 1010095.9